EP1106734B1 - Maschine zur Ablage eines Gleises - Google Patents

Maschine zur Ablage eines Gleises Download PDF

Info

Publication number
EP1106734B1
EP1106734B1 EP00890326A EP00890326A EP1106734B1 EP 1106734 B1 EP1106734 B1 EP 1106734B1 EP 00890326 A EP00890326 A EP 00890326A EP 00890326 A EP00890326 A EP 00890326A EP 1106734 B1 EP1106734 B1 EP 1106734B1
Authority
EP
European Patent Office
Prior art keywords
ballast
machine
transporting
machine according
tilting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP00890326A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1106734A2 (de
EP1106734A3 (de
Inventor
Josef Theurer
Manfred Brunninger
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to AT00890326T priority Critical patent/ATE330070T1/de
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to EP05108892A priority patent/EP1614805B1/de
Priority to ES05108892T priority patent/ES2304669T3/es
Publication of EP1106734A2 publication Critical patent/EP1106734A2/de
Publication of EP1106734A3 publication Critical patent/EP1106734A3/de
Application granted granted Critical
Publication of EP1106734B1 publication Critical patent/EP1106734B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/01—Devices for working the railway-superstructure with track
    • E01B2203/017—Devices for working the railway-superstructure with track removed or not present yet
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/06—Placing ballast
    • E01B2203/062—New ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/141—Way of locomotion or support on the track to be treated
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/146—Way of locomotion or support using other means than driven wheels as propulsion means

Definitions

  • the invention relates to a machine for depositing a track according to the preamble of claim 1.
  • the object of the invention is to provide a machine for track placement, on which a gravel transport is carried out without affecting the rail and sleeper transport.
  • ballast can be performed parallel to the track tray at relatively low additional design effort, without the threshold storage or the rail transport is impaired.
  • a gravel layer protecting the subgrade surface can also be produced directly in front of the crawler track, which is advantageously compacted by the crawler undercarriage directly in front of the threshold rest.
  • a machine 1 for depositing a track 4 formed from sleepers 2 and rails 3 has a machine frame 5 which can be moved via rail carriages 6 on the track 4 or via a tracked chassis 8 arranged on a front machine end 7.
  • the movement of the machine 1 in a working or transport direction 9 shown by an arrow is effected by a traction drive 10.
  • the tracked chassis 8, like various other drives, can be controlled by a control device 12 located in a working cab 11.
  • ballast storage 13 On the front end of the machine 7, a ballast storage 13 is provided with outlet chutes 14 for discharging ballast 15 on a subgrade 16. Each discharge chute 14 forms with its lower end a leveling edge 17 for height limitation and leveling of a gravel layer 18.
  • the ballast storage 13 is transversely displaceable by transverse guides 19 and displacement drives 20 relative to the machine frame 5.
  • the height adjustment of the ballast accumulator 13 can be done by acting on a drive 21, by which the vertical distance between the machine frame 5 and crawler chassis 8 is variable.
  • Fig. 2 gravel filling station is formed from a number of conveyor belts, extending in the machine longitudinal direction or transport direction transport device 23 for transporting containers 24.
  • a front, located above the crawler chassis 8 Section of this transport device 23 has a tilting device 40, which is designed as a tilting conveyor belt 25. This is supported by drives 26 about a horizontal and normal to the transport direction pivot axis 27 pivotally mounted on the machine frame 5.
  • the ballast filling station 22 has an inclined at an angle to the horizontal inclined trough 28 with a vibration drive 41 and a hopper 29 and is upstream of a transfer conveyor belt 30 of a bulk freight car 31. Between one of the filling station 22 associated conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23, the transport of sleepers 2 and a container 24 with Help a gantry crane 34, which is moved by a drive 35 connected to the machine frame 5 rails 36 in the transport direction.
  • the machine 1 In labor, the machine 1 is moved continuously in the working or transport direction 9. While the sleepers 2 are deposited in a known manner by a threshold depositing device 37, the delivery of ballast 15 takes place in parallel through the transfer conveyor 30 of the bulk freight car 31 onto the vibrating chute 28.
  • the gravel 15 passing therefrom via the hopper 29 into the container 24 located underneath is automatically gleichzeßg distributed by the container 24 by means of the conveyor belt 32 is moved in the transport direction 9 until the filling is completed.
  • the gantry crane 34 takes a package of sleepers 2 from an unspecified, located between ballast filling station 22 and storage conveyor belt 33 emerging wagon and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33.
  • the stored sleepers 2 can with raised conveyor belt 38 unhindered to threshold storage device 37 are transported. Thereafter, a lowering of said conveyor belt 38 takes place in the position shown in solid lines (Fig. 1).
  • the gantry crane 34 has already detected the filled container 24 and lifted off the conveyor belt 32.
  • the filled container 24 is lowered onto the storage conveyor belt 33 and transported to the tilting conveyor belt 25.
  • By loading the drives 26 a tilting of the tilting conveyor 25 takes place together with the container 24.
  • the ballast 15 located in the container 24 passes through an open flap 39 in the underlying gravel storage 13. Thereafter, again a return transport of the empty container 24 to the storage conveyor 33 to subsequently to be transported by the gantry crane 34 again for filling under the ballast filling station 22.
  • the ballast 15 located in the ballast storage 13 is applied to the surface 16 in the form of two ballast layers 18 (FIG.
  • a constant height and leveling of the two ballast layers 18 is automatically achieved by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the planum 16.
  • the two gravel layers 18 are spaced apart from each other so that the two following crawlers 8 completely rest on the gravel layers 18 and thus at the same time also compress them. In this way, it is ensured that the surface of the preferably formed by level gravel sand 12 is not violated by the two crawler tracks 8.
  • the two ballast layers 18 compacted by the crawler tracks 8 serve to rest the sleepers 2 deposited by the threshold restraining device 37.
  • the rails 3 conveyed on both sides on the machine frame 5 in the transport direction 9 are used to form the Track 4 filed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP00890326A 1999-12-07 2000-11-02 Maschine zur Ablage eines Gleises Expired - Lifetime EP1106734B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT00890326T ATE330070T1 (de) 2000-11-02 1999-12-07 Maschine zur ablage eines gleises
EP05108892A EP1614805B1 (de) 1999-12-07 2000-11-02 Verfahren zur Verlegung eines Gleises
ES05108892T ES2304669T3 (es) 1999-12-07 2000-11-02 Procedimiento de tendido de una via.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0084899U AT3379U3 (de) 1999-12-07 1999-12-07 Verfahren zur verlegung eines gleises und maschine zur ablage eines gleises
AT84899U 1999-12-07

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP05108892A Division EP1614805B1 (de) 1999-12-07 2000-11-02 Verfahren zur Verlegung eines Gleises

Publications (3)

Publication Number Publication Date
EP1106734A2 EP1106734A2 (de) 2001-06-13
EP1106734A3 EP1106734A3 (de) 2003-01-08
EP1106734B1 true EP1106734B1 (de) 2006-06-14

Family

ID=3501179

Family Applications (2)

Application Number Title Priority Date Filing Date
EP00890326A Expired - Lifetime EP1106734B1 (de) 1999-12-07 2000-11-02 Maschine zur Ablage eines Gleises
EP05108892A Expired - Lifetime EP1614805B1 (de) 1999-12-07 2000-11-02 Verfahren zur Verlegung eines Gleises

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP05108892A Expired - Lifetime EP1614805B1 (de) 1999-12-07 2000-11-02 Verfahren zur Verlegung eines Gleises

Country Status (5)

Country Link
EP (2) EP1106734B1 (zh)
CN (1) CN1227416C (zh)
AT (2) ATE393261T1 (zh)
DE (3) DE29922202U1 (zh)
ES (2) ES2263444T3 (zh)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101222219B1 (ko) * 2005-08-11 2013-01-15 프란츠 플라세 바흔바우마쉬넨-인두스트리게젤샤프트 엠. 베. 하 선로의 리뉴잉을 위한 기계
CN101245578B (zh) * 2007-12-29 2011-08-17 南车洛阳机车有限公司 双块式无碴轨道施工设备的轨枕装载单元及工作方式
CN102002898A (zh) * 2010-12-15 2011-04-06 株洲长远铁路建机股份有限公司 群枕式长钢轨铺轨机组铺设无缝线路有砟道床施工方法
RU2497997C2 (ru) * 2011-10-14 2013-11-10 Открытое акционерное общество Научно-внедренческий центр "Путевые машины" Устройство для укладки рельсов на звеносборочной линии
FR3008110B1 (fr) * 2013-07-05 2016-01-22 Forges Et Const Metalliques Friederich Ballast de voie ferree, dispositif et procede pour la realisation d'un tel ballast de voie ferree
AT515547B1 (de) * 2014-06-24 2015-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Erneuerung eines Gleises
ES2540121B1 (es) * 2015-03-17 2016-04-15 Parrós Obras, S.L.U. Equipo de levantamiento de tapas de canaletas y posicionamiento de cables y procedimiento asociado
CN109722959A (zh) * 2018-11-30 2019-05-07 河南工程学院 一种矿山运输轨道铺设设备及其施工方法
FI128160B (en) * 2018-12-05 2019-11-29 Kallion Raide Oy APPARATUS AND METHODS FOR PUTING SLEEVE LOGS ON SHREDDER FOR RAILWAY BUILDING
CN109722958B (zh) * 2019-02-28 2023-09-29 中铁十七局集团有限公司 带有横向同步移动和超高无级调整机构的轨排支撑装置
CN113981753B (zh) * 2021-10-29 2023-06-16 重庆交通职业学院 一种用于铁轨的维护安装机器人
CN114457633B (zh) * 2022-02-23 2023-07-25 中铁二十四局集团有限公司 自密实混凝土施工工艺及施工装置

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0056497A1 (de) * 1981-01-15 1982-07-28 Les Fils D'auguste Scheuchzer S.A. Rahmenwagen in einem Gleisbauzug zur Untergrundsanierung von Eisenbahngleisen
AT404039B (de) * 1990-03-21 1998-07-27 Plasser Bahnbaumasch Franz Maschine zum verteilen und planieren des bettungsschotters
US5937763A (en) * 1996-04-23 1999-08-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Machine and method of distributing ballast
ATA96796A (de) * 1996-06-04 1997-09-15 Plasser Bahnbaumasch Franz Maschine zum verlegen eines gleises

Also Published As

Publication number Publication date
AT3379U2 (de) 2000-02-25
CN1313430A (zh) 2001-09-19
EP1614805A3 (de) 2006-07-26
ES2263444T3 (es) 2006-12-16
DE50012970D1 (de) 2006-07-27
EP1614805B1 (de) 2008-04-23
DE50015134D1 (de) 2008-06-05
ES2304669T3 (es) 2008-10-16
EP1106734A2 (de) 2001-06-13
EP1614805A2 (de) 2006-01-11
EP1106734A3 (de) 2003-01-08
DE29922202U1 (de) 2000-08-24
ATE393261T1 (de) 2008-05-15
CN1227416C (zh) 2005-11-16
AT3379U3 (de) 2000-11-27

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